土工聚合物能否在全深度填海项目中替代硅酸盐水泥?短期和长期性能分析

Abhitesh Sachdeva, G.D. Ransinchung R.N, Praveen Kumar, Meraj Alam Khan
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引用次数: 0

摘要

使用硅酸盐水泥的全深度填海(FDR)技术(FDR-PC)的根本问题在于其对环境的有害影响。因此,研究人员正在探索与 FDR 兼容且相对更环保的替代粘结剂。本研究评估了掺入土工聚合物粘结剂(FDR-GP)的 FDR 的强度和耐久性,以替代传统的 FDR-PC。实验采用了粉煤灰(FA)和磨细高炉矿渣(GGBS)的各种混合物作为土工聚合物前驱体,确保添加剂含量不超过总混合物重量的 20%。氢氧化钠(NaOH)以不同的摩尔浓度用于碱化,以提高混合料的性能。实验设计的目标是达到 4.95 兆帕的 7 天无压抗压强度(UCS)。这一目标是在较低摩尔浓度(M)为 2 M,FA 含量为 70%,GGBS 含量为 30% 的情况下实现的。混合料的压缩和弯曲性能均令人满意,通过湿润和干燥试验分析,还具有优异的耐久性能。此外,还研究了 FDR-GP 混合料在固化 56 天、161 天和 238 天后的 UCS 和抗折强度方面的长期性能。之后,还进行了全面的微观结构分析,以了解基质中影响混合料性能的基本变化。研究结果证实了在柔性路面的 FDR 项目中使用基于 FA/GGBS 的土工聚合物作为替代粘结剂的潜力,其机械性能和耐久性能可充分满足各种设计标准的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Can Geopolymer Be a Replacement for Portland Cement in Full-Depth Reclamation Projects? Short- and Long-Term Performance Analysis
The fundamental concern of the full-depth reclamation (FDR) technique using Portland cement (FDR-PC) lies in its detrimental effect on the environment. Therefore, researchers are exploring alternative binders that are comparatively greener but compatible with FDR. This study evaluates both the strength and durability aspects of FDR incorporating geopolymer binder (FDR-GP) as an alternative to conventional FDR-PC. Various blends of fly ash (FA) and ground granulated blast furnace slag (GGBS) have been experimented with as geopolymer pre-cursors, ensuring that the additive content does not exceed 20% by weight of the total mix. Sodium hydroxide (NaOH) was utilized for the alkalinization in varying molarities to enhance the performance of the mixes. The experimental design was formulated to achieve a target 7-day unconfined compressive strength (UCS) strength of 4.95 MPa. This was obtained at a lower molarity (M) of 2 M and a 70% FA, 30% GGBS binder content. The mixes performed satisfactorily in both compression and flexure, along with excellent durability properties analyzed through wetting and drying tests. Furthermore, the long-term performance of FDR-GP mixes was investigated with regard to both UCS and flexural strength after 56, 161, and 238 days of curing. Thereafter, a comprehensive microstructural analysis was conducted to understand the fundamental changes in the matrix that influence mix performance. The outcome of this research confirms the potential of using FA/GGBS-based geopolymer as an alternative binder in FDR projects of flexible pavement, the mechanical and durability properties of which adequately satisfy the requirements as stipulated in various design standards.
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